首页> 外文会议>International Conference on Soil Mechanics and Geotechnical Engineering(16 ICSMGE) vol.4; 2005; Osaka(JP) >Dynamic response of a single pile embedded in semi-infinite saturated poroelastic medium using hybrid elements
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Dynamic response of a single pile embedded in semi-infinite saturated poroelastic medium using hybrid elements

机译:混合单元在半无限饱和多孔弹性介质中单桩动力响应

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摘要

This paper presents a systematic procedure for the dynamic behavior of a single pile embedded in saturated semi-infinite poroelastic medium. The study employs a new developed element, which its main role is to satisfy the radiation condition and a more sophisticated finite element formulation to compute the dynamic response of the pile. The method is verified for a single pile and compared to known solution in order to assess the reliability of the proposed model. A parametric study explores the influence of main factors and some conclusions are made.
机译:本文提出了一种用于饱和半无限多孔弹性介质中的单桩动力特性的系统程序。该研究采用了一种新开发的单元,其主要作用是满足辐射条件,并采用了更为复杂的有限元公式来计算桩的动力响应。对该方法进行了单桩验证,并将其与已知解决方案进行比较,以评估所提出模型的可靠性。参数研究探索了主要因素的影响,并得出了一些结论。

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